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This paper presents methods for theoretical estimation of anchor resistance in three-layer elements. They represent the interaction of two component forces: the pullout resistance of the anchors and the shear of the outer textured layer. For the first time, a calculation procedure called the component method was used. For the pullout resistance of the concrete cone, an empirical coefficient was proposed to more accurately describe this form of failure with respect to experimental studies.

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This page is a summary of: Oszacowanie teoretyczne nośności grup ukośnych kotew wklejanych na podstawie metody składnikowej, MATERIAŁY BUDOWLANE, October 2022, Wydawnictwo SIGMA-NOT, sp. z.o.o.,
DOI: 10.15199/33.2022.10.04.
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